B.08.02 Ft Jackson RTA Specs Volume 1 (Divisions 00-06).pdf

SPECIFICATIONS

READY TO ADVERTISE DESIGN SUBMITTAL

RECEPTION BATTALION COMPLEX, PHASE II

Fort Jackson, South Carolina

Project No. 86812

VOLUME 1 OF 3

DIVISIONS 00 - 06

26 March 2024

Fort Jackson Reception Complex 1230848 RTA Design Submittal

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 07 12/21 SEALS PAGE

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 30 00 11/20, CHG 3: 08/23 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 08/23 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20, CHG 4: 08/23 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19, CHG 1: 08/23 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 08/23 QUALITY CONTROL

01 45 00.15 10 11/23 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20, CHG 2: 08/22 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 5: 08/22 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 05/23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 05/23 FACILITY DATA REQUIREMENTS

01 91 00.15 05/23, CHG 2: 11/23 BUILDING COMMISSIONING

01 91 19 05/2023 BUILDING ENCLOSURE COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 08/22 DEMOLITION

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

02 82 00 11/18, CHG 1: 11/19 ASBESTOS REMEDIATION

02 83 00 11/18 LEAD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 6: 11/23 CAST-IN-PLACE CONCRETE

03 45 00 05/16, CHG 2: 11/21 PRECAST ARCHITECTURAL CONCRETE

03 45 33 05/16, CHG 1: 11/21 PRECAST STRUCTURAL CONCRETE

03 49 00 03/21 GLASS-FIBER REINFORCED CONCRETE (GFRC)

DI VI SI ON 04 - MASONRY

04 20 00 11/15, CHG 2: 05/19 UNIT MASONRY

DI VI SI ON 05 - METALS

05 05 20 05/22 POST-INSTALLED CONCRETE AND MASONRY

ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18, CHG 2: 05/21 STRUCTURAL STEEL

05 21 00 05/15, CHG 1: 08/18 STEEL JOIST FRAMING

05 30 00 05/15, CHG 2: 08/18 STEEL DECKS

PROJECT TABLE OF CONTENTS Page 1

05 40 00 05/15, CHG 1: 08/18 COLD-FORMED METAL FRAMING

05 50 13 05/17, CHG 1: 08/18 MISCELLANEOUS METAL FABRICATIONS

05 51 00 08/23 METAL STAIRS

05 51 33 02/16, CHG 2: 02/18 METAL LADDERS

05 52 00 08/23 METAL RAILINGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 08/16, CHG 2: 11/18 ROUGH CARPENTRY

06 20 00 08/16, CHG 2: 11/18 FINISH CARPENTRY

06 41 16.00 10 08/10, CHG 1: 11/18 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16 08/20 SOLID SURFACING FABRICATIONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 08/19 PRESSURE TESTING AN AIR BARRIER SYSTEM

FOR AIR TIGHTNESS

07 13 53 02/16, CHG 1: 08/17 ELASTOMERIC SHEET WATERPROOFING

07 21 13 08/23 BOARD AND BLOCK INSULATION

07 21 16 08/23 MINERAL FIBER BLANKET INSULATION

07 22 00 08/23 ROOF AND DECK INSULATION

07 27 10 08/23 BUILDING AIR BARRIER SYSTEM

07 27 19.01 08/23 SELF-ADHERING AIR BARRIERS

07 27 36 08/23 SPRAY FOAM AIR BARRIERS

07 41 13 05/11, CHG 4: 02/21 METAL ROOF PANELS

07 42 13 05/11, CHG 2: 02/18 METAL WALL PANELS

07 42 63 05/11, CHG 4: 08/20 FABRICATED WALL PANEL ASSEMBLIES

07 54 23 02/13 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 60 00 08/23 FLASHING AND SHEET METAL

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/23 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 16 05/17, CHG 2: 11/18 ALUMINUM DOORS AND FRAMES

08 11 73 08/20 ACCORDION FOLDING FIRE DOORS

08 14 00 08/16, CHG 1: 08/18 WOOD DOORS

08 31 00 05/17, CHG 1: 08/18 ACCESS DOORS AND PANELS

08 41 13 11/16, CHG 1: 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 51 13 05/19 ALUMINUM WINDOWS

08 60 45 08/20 TRANSLUCENT PANELS

08 71 00 02/16, CHG 4: 02/22 DOOR HARDWARE

08 81 00 05/19 GLAZING

08 91 00 08/20 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 22 00 02/10, CHG 2: 08/18 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 08/16, CHG 4: 02/20 GYPSUM BOARD

09 30 10 08/20 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 08/20 ACOUSTICAL CEILINGS

09 65 00 08/10, CHG 3: 08/18 RESILIENT FLOORING

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 68 00 11/17, CHG 2: 08/20 CARPETING

09 69 13 11/15, CHG 1: 08/18 RIGID GRID ACCESS FLOORING

PROJECT TABLE OF CONTENTS Page 2

09 72 00 08/17, CHG 1: 08/18 WALLCOVERINGS

09 84 20 08/16, CHG 1: 08/18 ACOUSTICAL WALL PANELS

09 90 00 02/21 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 08/20 VISUAL DISPLAY UNITS

10 14 00.10 08/17, CHG 1: 11/18 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/20 TOILET COMPARTMENTS

10 26 00 08/20 WALL AND DOOR PROTECTION

10 28 13 08/20 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

10 51 13 05/11 METAL LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 70 00 05/20 GENERAL REQUIREMENTS FOR MEDICAL AND

DENTAL EQUIPMENT

11 71 00 05/20 STERILIZERS AND ASSOCIATED EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

12 24 13 08/20 ROLLER WINDOW SHADES

12 36 00 08/18, CHG 2: 08/18 COUNTERTOPS

12 48 13 08/23 ENTRANCE FLOOR MATS AND FRAMES

12 61 13 08/20 UPHOLSTERED AUDIENCE SEATING

12 93 00 08/17, CHG 1: 08/18 SITE FURNISHINGS

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

13 21 48 04/06 PREFABRICATED AUDIOMETRIC ROOMS

13 49 10 11/20 X-RAY SHIELDING

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 24 23 05/16 HYDRAULIC PASSENGER ELEVATORS

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13 08/20 WET PIPE SPRINKLER SYSTEMS, FIRE

PROTECTION

DI VI SI ON 22 - PLUMBI NG

22 00 00 11/15, CHG 4: 05/21 PLUMBING, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 05 48.00 40 08/15 VIBRATION CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 48.19 05/18, CHG 2: 08/20 SEISMIC BRACING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00 02/13, CHG 7: 05/20 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00 02/19, CHG 3: 05/21 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

PROJECT TABLE OF CONTENTS Page 3

FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL FOR HVAC

AND OTHER BUILDING CONTROL SYSTEMS

23 11 20 05/20 FACILITY GAS PIPING

23 21 13.00 20 04/06 LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

23 21 23 08/17 HYDRONIC PUMPS

23 23 00 08/21 REFRIGERANT PIPING

23 30 00 05/20, CHG 1: 02/22 HVAC AIR DISTRIBUTION

23 64 26 08/09, CHG 6: 11/22 CHILLED, CHILLED-HOT, AND CONDENSER

WATER PIPING SYSTEMS

23 81 00 05/18, CHG 1: 02/21 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 00.00 20 02/16 TERMINAL HEATING UNITS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 11/17 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

25 08 10 05/21 UTILITY MONITORING AND CONTROL SYSTEM

TESTING

25 10 10 02/19, CHG 1: 05/21 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DI VI SI ON 26 - ELECTRI CAL

26 05 48 11/23 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 05 73 08/23 POWER SYSTEM STUDIES

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 20 00 08/23 INTERIOR DISTRIBUTION SYSTEM

26 24 13 08/21 SWITCHBOARDS

26 29 23 02/20, CHG 1: 05/21 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS

UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20, CHG 1: 08/21 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 08/23 LIGHTNING PROTECTION SYSTEM

26 51 00 05/20, CHG 2: 11/21 INTERIOR LIGHTING

26 56 00 08/21 EXTERIOR LIGHTING

DI VI SI ON 27 - COMMUNI CATI ONS

27 05 13.43 05/20 TELEVISION DISTRIBUTION SYSTEM

27 10 00 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

28 31 76 08/20 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM, ADDRESSABLE

DI VI SI ON 31 - EARTHWORK

31 00 00 08/23 EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

PROJECT TABLE OF CONTENTS Page 4

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 AGGREGATE BASE COURSE FOR RIGID PAVING

32 11 23 05/22 GRADED CRUSHED AGGREGATE BASE COURSE

FOR FLEXIBLE PAVING

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 31 13 11/21 CHAIN LINK FENCES AND GATES

32 92 19 08/17, CHG 1: 08/21 SEEDING

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 11 00 02/18, CHG 2: 11/23 WATER UTILITY DISTRIBUTION PIPING

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 11/21 STORMWATER UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 61 13.13 02/16 PREFABRICATED UNDERGROUND HYDRONIC

ENERGY DISTRIBUTION

33 61 13.19 02/16 VALVES, PIPING, AND EQUIPMENT IN VALVE

MANHOLES

33 63 13.19 02/16 CONCRETE TRENCH HYDRONIC AND STEAM

ENERGY DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 5

SECTION 00 01 07

SEALS PAGE

12/21

PART 1 GENERAL

1.1 DESIGN PROFESSIONALS OF RECORD

A. Architect:

1. Jorge A. Mendez, Robin Earl Henry

2. GA#RA013124, MS#2515

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 49 00 GLASS-FIBER REINFORCED CONCRETE (GFRC)

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 54 23 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DOCUMENT 00 01 07 Page 1

JAM IS STAMPING SPEC SECTIONS AS

APPLICABLE FOR THE RECEPTION

BLDG AND SWING SPACE.

RH IS STAMPING SPEC SECTIONS AS

APPLICABLE FOR BARRACKS AND

STORAGE BUILDING.

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 11 73 ACCORDION FOLDING FIRE DOORS

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 60 45 TRANSLUCENT PANELS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 72 00 WALLCOVERINGS

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 11 - EQUIPMENT JAM

11 70 00 GENERAL REQUIREMENTS FOR MEDICAL AND DENTAL EQUIPMENT

11 71 00 STERILIZERS AND ASSOCIATED EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 61 13 UPHOLSTERED AUDIENCE SEATING

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION JAM

13 21 48 PREFABRICATED AUDIOMETRIC ROOMS

13 49 10 X-RAY SHIELDING

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DOCUMENT 00 01 07 Page 2

B. Civil Engineer:

1. Efraim Mangiwa

2. SC#39854

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 01 - GENERAL REQUIREMENTS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 11 20 AGGREGATE BASE COURSE FOR RIGID PAVING

32 11 23 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVING

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORMWATER UTILITIES

33 46 16 SUBDRAINAGE PIPING

33 61 13.13 PREFABRICATED UNDERGROUND HYDRONIC ENERGY DISTRIBUTION

33 61 13.19 VALVES, PIPING, AND EQUIPMENT IN VALVE MANHOLES

33 63 13.19 CONCRETE TRENCH HYDRONIC AND STEAM ENERGY DISTRIBUTION

C. Landscape Architect:

1. Robert Bradley Jones

2. GA#1229

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 12 - FURNISHINGS

12 93 00 SITE FURNISHINGS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DOCUMENT 00 01 07 Page 3

03/22/2024

03/26/2024

D. Structural Engineer:

1. William P. Haynes, Denise R. Skully, Thomas H. Tollison

2. SC#31069, GA#33677, MS#10338

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 01 - GENERAL REQUIREMENTS

01 45 35 SPECIAL INSPECTIONS (WPH,DRS,THT)

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE (WPH,DRS,THT)

03 45 10 PRECAST ARCHITECTURAL CONCRETE (WPH,THT)

03 45 33 PRECAST STRUCTURAL CONCRETE (THT)

03 49 00 GLASS-FIBER REINFORCED CONCRETE (GFRC)(THT)

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY (WPH)

DIVISION 05 - METALS

05 05 20 POST-INSTALLED CONCRETE AND MASONRY ANCHORS (WPH,THT)

05 05 23.16 STRUCTURAL WELDING (WPH,DRS,THT)

05 12 00 STRUCTURAL STEEL (WPH,DRS,THT)

05 21 00 STEEL JOIST FRAMING (WPH,DRS,THT)

05 30 00 STEEL DECKS (WPH,DRS,THT)

05 40 00 COLD-FORMED METAL FRAMING (WPH,DRS,THT)

05 50 13 MISCELLANEOUS METAL FABRICATIONS (WPH,THT)

05 51 33 METAL LADDERS (THT)

05 52 00 METAL RAILINGS (WPH,THT)

E. Fire Protection Engineer:

1. Brandon T. Hofstead

2. SC#35884

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, ADDRESSABLE

DOCUMENT 00 01 07 Page 4

WPH IS STAMPING

SPEC SECTIONS AS

APPLICABLE FOR THE

RECEPTION BLDG

AND SWING SPACE.

THT IS STAMPING

SPEC SECTIONS AS

APPLICABLE FOR

BARRACKS AND

STORAGE BUILDING.

DRS IS STAMPING

SPEC SECTIONS AS

APPLICABLE FOR

OPTICAL LAB.

F. Mechanical/ Plumbing Engineer:

1. William W. Curry

2. GA#PE025050

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 05 48.00 40 VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 20 FACILITY GAS PIPING

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 21 23 HYDRONIC PUMPS

23 23 00 REFRIGERANT PIPING

23 30 00 HVAC AIR DISTRIBUTION

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMSR

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END

AND INTEGRATION

DOCUMENT 00 01 07 Page 5

G. Electrical Engineer:

1. William Spencer Phillips

2. SC#32098

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 26 - ELECTRICAL

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 73 POWER SYSTEM STUDIES

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 13.43 TELEVISION DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 33 - UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

H. Registered Communications Distribution Designer (RCDD)

1. William S Phillips

2. #366157

3. Responsible for Divisions listed below. Sections except where indicated as prepared by other design professionals of record:

DIVISION 27 - COMMUNICATIONS

27 05 13.43 TELEVISION DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 33 - UTILITIES

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Section --

DOCUMENT 00 01 07 Page 6

PhillipsS Snapshot

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The Reception Battalion Complex, Phase II work includes demolition, abatement/remediation, construction of multiple areas/facilities, related site features and incidental work in support of these areas/facilities.

Most tasks cannot be concurrent.

Construct New:

a. Optical Fabrication Lab (approx. 12,700 SF)

b. Swing Space (approx. 56,000 SF)

c. Reception/Battalion HQ Building (approx. 125,000 SF)

d. General Storage Building (approx. 2,400 SF)

e. Trainee Barracks (approx. 49,300 SF)

Demolish:

a. The Existing PT Track, Reception Building, Medical Clinic, Auditory Building, New Swing Space and related site features in support of the remaining new buildings.

1.1.2 LEED Silver

a. The project is required to obtain LEED Silver certification from USGBC.

b. The project has been registered with USGBC and established for a Split

Review (Design Phase and Construction Phase).

c. The Design Phase submittal has been made and the final results from the GBCI review are reflected in the LEED Scorecards for each building included in Section 01 33 29.

d. Contractor is required to obtain all Construction Phase credits designated on the Scorecards, so that the total points awarded by GBCI shall equal or exceed 50 in order to be awarded LEED Silver certification.

e. Refer to Section 01 33 29 and technical sections for more information.

1.1.3 Location

The work is located at Fort Jackson, South Carolina , approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Buildings within the Reception Complex will be occupied during performance of work under this Contract. Troops both in formation and individually, will be moving between buildings in the vicinity of the new work and shall not be inhibited by construction activities.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and walkways .

SECTION 01 11 00 Page 1

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

The 15 November 2023 DIRECTORATE OF PUBLIC WORKS (DPW) STANDARD OPERATING PROCEDURES FOR DIGGING PERMITS & LIABILITY states that a digging permit must be submitted and an approved Digging Permit (DPW Engineering Form

194) must be subsequently obtained from the DPW prior to the performance of ANY maintenance and repair or construction on Fort Jackson. This is to include any digging, boring, drilling, scraping the surface of the ground, or when excavation is required.

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 15 calendar days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Notify the Contracting Officer at least 15 calendar days prior to starting excavation work and submit an excavation permit request on the form provided by the Government. The Contractor shall be responsible for requesting excavation permits, providing utility location markings, and verify all marked utilities, and resolve unmarked utilities prior to excavation.

In addition to notifying the Contracting Officer, the Contractor shall contact local utility locating authority(ies) as directed by the Contracting Officer to request and receive excavation permits. The Contractor shall abide by the restrictions and conditions of approved excavation permits and any Activity excavation procedures.

The Government will not perform on-site marking or identification for utilities on Fort Jackson. The Contractor shall verify the existence of

SECTION 01 11 00 Page 2 the utilities in the area. The Government shall not mark or identify utilities. This is the sole responsibility of the Contractor seeking the excavation/digging permit.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. Mark the elevations of all exposed utilities on the As-built and Record Drawings.

Excavation Permits shall be posted at a conspicuous location in the construction area.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 calendar days prior to starting excavation work.

1.5 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The Government will furnish, pursuant to Contract Clause FAR 52.245-1 Government Property, the Government will furnish the following listed materials and equipment for installation by the Contractor . Contractor shall be required to install items of equipment in the following list.

Contractor shall provide manufacturer certified technicians to install and calibrate specifically identified items of equipment. Government will determine acceptability of equipment installations.

DESIGNATION NO. DESCRIPTION QUANTITY

GFCI-1 High Density Storage Shelving Units

See subparagraph below

Quantities indicated for the above-listed items marked with an asterisk are estimates. It is the intention of the Government to furnish all quantities of the asterisk items required to complete the work as specified, and the various quantities will be adjusted when necessary.

Quantities stated for the above items not marked with an asterisk are all that will be furnished by the Government. Provide any additional quantities that are required.

1.5.1 High Density Storage Shelving Units

a. Existing High density storage shelving units are in use and located in the existing Optical Lab facility. Units are to be relocated from existing facility to the new Optical Lab facility, into Storage 114.

b. Contractor to provide new tracks, also subflooring as necessary to support the storage shelving units. Contractor to ensure new tracks are compatible with the shelving units.

c. Contractor shall coordinate subflooring work with flooring subcontractor of the finish floor.

d. Moving of existing high density storage units to new facility to be performed by a company specialized in moving this kind of system.

e. There are currently 16 existing units (Contractor to verify).

Contractor to coordinate quantity of new tracks required to

SECTION 01 11 00 Page 3 accommodate existing high density storage units in new Optical Lab.

1.6 GOVERNMENT-INSTALLED WORK

a. Privatized Utilities (Designed and installed by utility but coordinated with Contractor)

1. American States Utility Services (ASUS) is responsible for design, demolition, construction and maintenance of site water and sanitary sewer utilities. ASUS is responsible for design and installation of the systems up to the line of demarcation. See Plumbing plans for Contractor’s responsibilities at each building type. Contractor must coordinate work under this contract with work to be completed by ASUS (see coordination schedule below).

2. Dominion Energy South Carolina (DESC) is responsible for design, demolition, construction, and maintenance of site natural gas.

Contractor must coordinate work under this contract with work to be completed by DESC (see General Coordination Schedule below).

3. Dominion Privatization South Carolina (DPSC) is responsible for design, demolition, construction and maintenance of site electrical. Contractor must coordinate work under this contract with work to be completed by DPSC (see General Coordination Schedule below).

4. Demolition of existing and construction of communications and site mechanical is the responsibility of the contractor. Service disruptions must be coordinated with the utility providers through the COR.

b. Government Utilities (Installed by Contractor but coordinated with Government Utilities)

1. Fort Jackson DPW is responsible for operation and maintenance of site mechanical systems including (but not limited to) medium temperature water and chilled water.

2. Fort Jackson Network Enterprise Command (NEC) is responsible for operation and maintenance of site telecommunications cabling infrastructure.

c. GENERAL COORDINATION SCHEDULE

General coordination schedule applies to all facilities and Swing Space. The following is the general order of utility construction. The contractor is responsible for final coordination with DPW, ASUS, and DPSC and shall submit a work plan for review and approval to the COR before commencing demolition.

1. Contractor - demolish existing structure

2. Contractor - demolish pavement

3. Contractor - demolish communications and storm sewer

4. DESC - demolish natural gas

5. DPSC - demolish primary (medium voltage) electrical distribution, SECTION 01 11 00 Page 4 pad-mount transformers (including equipment pads) and any service metering cabinets.

6. Contractor - demolish all other electrical and telecommunications equipment, secondary services, feeders and branch circuit wiring including disconnecting means - including site lighting.

7. ASUS - demolish water and sanitary sewer

9. Contractor - install new DPW chilled water supply and return lines, install new DPW medium temperature water supply and return lines along with the associated concrete trench.

10. Contractor - demolish old DPW chilled water supply and return lines, demolish old DPW medium temperature water supply and return lines along with the associated concrete trench.

11. Contractor - construct rough grading

12. Contractor - construct storm sewer installation

13. ASUS - construct water and sanitary sewer

14. Contractor - construct communications, storm sewer, vertical construction, and building connections

15. DESC - construct natural gas

16. DPSC - construct primary (medium voltage) electrical distribution, pole- and pad-mount transformers (including equipment pads) and service-entrance conductors up to the terminals of the metering current transformer (CT) cabinets or switchgear sections (whether indoors or outdoors).

17. DPSC - furnish current transformer (CT) cabinets for installation by the contractor and furnish current transformers (CTs) for installation in DPSC approved metering sections of service entrance equipment.

18. Contractor - install current transformer (CT) cabinets, service entrance equipment, all electrical distribution downstream of the cabinets and all other electrical service-entrance conductors, feeders and branch circuit wiring (whether indoors or outdoors) -including site lighting.

19. Contractor - construct fine grading, pavements, soil stabilization

Note: Concurrent actions are acceptable, but must be detailed in the work plan and approved in advance.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 5

SECTION 01 11 00 Page 6

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/ 20, CHG 3: 08/ 23

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Designation “G” shall be construed to require approval by both Government (G) and Architect-Engineer (AE), whether listed or not.

Submittals with an “S” are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING. Submittals not having a "G" or "S" classification are for information only. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date

SECTION 01 30 00 Page 1 designator in file names. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Unless otherwise specified and pursuant to FAR 28.307-2, procure and maintain during the contract, the following minimum insurance:

a. Workers' compensation and employers' liability insurance in compliance with applicable state statutes, with a minimum employers' liability coverage of $100,000.

b. Comprehensive general liability insurance for bodily injury in the minimum limits of $500,000 per occurrence.

c. Comprehensive automobile liability insurance covering the operation of all automobiles used in connection with the performance of the contract in the minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrences for property damage (See Contract Clause "Insurance-Work on a Government Installation").

1.6 CONTRACTOR PERSONNEL REQUIREMENTS

Furnish a list of contact personnel for the Contractor and subcontractors, including email addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists."

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

1.7.1 Activity Regulations

a. Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas.

Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment and vehicles shall be conspicuously marked for identification.

b. Golden Arrow Road shall be closed to traffic from 0600-0730 hrs daily for troop physical training. In addition, Fort Jackson is an active troop training post with a large capital improvement program. Roadways may be temporarily closed irregularly for reasonable time periods to accommodate troops, capital improvements, and other post activities.

1.7.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

1.7.3 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contractor Officer, Monday through Friday, excluding Government

SECTION 01 30 00 Page 2 holidays.

1.7.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.7.5 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.7.6 Restrictions on Use of Camouflage Clothing

Contractor and subcontractor personnel shall not wear camouflage clothing, to avoid confusion with military training/trainees.

1.7.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise. Conform to procedures required in the paragraph "Work Outside Regular Hours", except that requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required unless a shorter time period is permitted by the Contracting Officer. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, gas, heating, chilled water, medium temperature water, fire alarm, compressed air, and data/communication lines shall be considered utility cutovers pursuant to Paragraph "Work Outside Regular Hours". Such interruptions are further limited to 12 hours in a 24 hour period. This time limit includes time for deactivation and reactivation.

d. Operation of Installation Utilities: The Contractor shall not operate nor disturb the setting of control devices in the Installation's utilities system without approval of the Contracting Officer. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.7.8 Road and Parking Closures

Permission to close any roads or parking lots must be requested in writing for a Road Outage Request a minimum of 30 calendar days prior to the

SECTION 01 30 00 Page 3 desired date of closure.

1.8 HAZARDOUS MATERIALS

Construction material shall be free of lead, mercury, chromate, and other hazardous and toxic material. Prior to the final inspections of the project, or with the appropriate submittals, furnish Material Safety Data Sheets (MSDS) for calk, sealant, surfacing material (i.e. glazing material and drywall texture), wallboard, drywall texture, paint, roofing and sealant materials, floor tiles, mastic, and other materials, indicating that the materials are non-asbestos containing materials. Also furnish an Asbestos Free Construction Material Certification certifying that the project is asbestos-free.

1.9 CONTRACTOR PAYROLL RECORD

Contractor shall be required to log payrolls for all their own employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. The Contractor shall maintain the ENG 3180, along with the payrolls, on site and available for review by the Contracting Officer's Representative. The ENG 3180's shall be updated weekly as payrolls are submitted. After making copies for their files, the Contractor is required to submit the originals of each week's payrolls to the Resident Office. Before final payment, the Contractor shall provide completed ENG 3180's to the Contracting Officer's Representatives.

1.10 CONTRACTOR VERIFICATION OF CONTRACT SURVEY DATA

During initial site layout and before existing conditions are disturbed the Contractor shall verify, in writing, the basic survey data provided on the contract drawings. Verification shall be initiated from the point shown on the contract drawings or from the contract drawing reference point designated by the Contracting Officer's Authorized Representative and shall include, as a minimum, benchmark elevations, horizontal control points, and sufficient spot checks of critical elevations to ensure that the survey data adequately reflects existing conditions. The Contractor shall not proceed with construction until survey verification is provided to the Contracting Officer's Authorized Representative. Before an existing benchmark referenced on the contract drawings is disturbed the Contractor shall establish a new benchmark which has been approved by the Contracting Officer's Authorized Representative. Benchmarks which are destroyed without authorization from the Contracting Officer's Authorized Representative must be replaced at the Contractor's expense as prescribed in Contract Clause "Layout of Work". Refer to Contract Clauses "Differing Site Conditions" and "Site Investigation and Conditions Affecting the Work" for additional requirements. Data and information furnished or referred to below is for the Contractor's information. The Government is not responsible for interpretations of or conclusions drawn from the data or information by the Contractor.

1.11 SUPERVISION

1.11.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be

SECTION 01 30 00 Page 4 capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.11.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.11.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.11.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.12 PRECONSTRUCTION CONFERENCE

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Conference . The conference should take place within 3 0 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this conference is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out.

Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.12.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

SECTION 01 30 00 Page 5

1.13 UTILITY COORDINATION

Any existing utility that presents a conflict with the construction of the proposed improvements shall be brought to the attention of the utility owner. The Contractor is responsible for resolving the conflict as needed in order to construct the proposed improvements of this project. Prior to the start of construction, utility work shall be coordinated and planned, and the Contractor shall conduct a utility coordination meeting with the Contracting Officer, utility owners, other contractors working concurrently within the area, the Activities DPW and/or the facility manager. The Contractor shall use the coordination meetings to identify utility lines impacted by project construction and verify working status of the existing lines. The Contractor shall coordinate the proposed work on impacted utility lines with the appropriate utility owner. Utility impacts to be coordinated shall include, but are not limited to; removals, temporary service then removal, and permanent relocations, where applicable. Coordination shall comply with FAR 52.236-8 "Other Contracts."

The Contractor shall lead the coordination between these other contractors as necessary for the completion of the work under this Contract. The Government's construction performance evaluation in CPARS shall specifically address the effectiveness of the Contractor's management with regard to other contractors in terms of cooperation and responsiveness, management of resources/personnel, coordination and control of subcontractors, effectiveness of job-site supervision, and professional conduct.

1.13.1 Water and Wastewater Utility Contractor at Fort Jackson

Water and wastewater utilities are privatized distribution and collection systems owned by American States Utility Services (ASUS). ASUS is responsible for the design and construction of new water and wastewater infrastructure up to the designated demarcation point. ASUS construction may be performed concurrently with the work under this Contract. The Contractor shall install and tie-in the water and wastewater utilities from each facility to the demarcation point. Work shall be completed in accordance with ASUS Construction Standards, ASUS Wet Utility SOPs, Material Guidelines, Installation Specifications, Standard Construction Drawings, and the Requirements of the South Carolina Department of Health and Environmental Control. Contact ASUS, at (803) 790-7288 for water and wastewater standards, SOPs, and administrative requirements.

1.13.2 Natural Gas Utility Contractor at Fort Jackson

Natural Gas utilities are privatized distribution systems owned by Dominion Energy South Carolina (DESC). DESC is responsible for the design and construction of new infrastructure up to the designated demarcation point. DESC construction activities may be performed concurrently with the work under this Contract. The Contractor shall install and tie-in the natural gas utilities from each facility to the demarcation point. Work shall be completed in accordance with DESC Standards. Contact DESC for construction standards, SOPs, and administrative requirements.

1.13.3 Electric Utility Contractor at Fort Jackson

Electric utilities are privatized distribution systems owned by Dominion Privatization South Carolina (DPSC). DPSC is responsible for the design and construction of new infrastructure up to the designated demarcation point. DPSC construction activities may be performed concurrently with the work under this Contract. The Contractor shall install and tie-in the

SECTION 01 30 00 Page 6 electric utilities from each facility to the demarcation point. Work shall be completed in accordance with DPSC Standards. Contact DPSC for construction standards, SOPs, and administrative requirements.

1.14 PARTNERING

To most effectively accomplish this Contract, the Government proposes to form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

This partnership would be bilateral in membership and participation will be totally voluntary. All costs, excluding labor and travel expenses, shall be shared equally between the Government and the Contractor. The Contractor and Government shall be responsible for their own labor and travel costs.

1.15 SECURITY REQUIREMENTS AT FORT JACKSON

Comply with Fort Jackson Provost Marshal Office (PMO) "PMO Contract Briefing" which can be obtained from the Contracting Officer. For the duration of the Contract, access to Fort Jackson may be delayed between 5 minutes to 30 minutes or more due to increased security precautions, including the checking of vehicle occupants' IDs, vehicle manifests, and the searching of vehicles. Any general or specific threat to the safety of those working or living at Fort Jackson could result in longer waiting times at the access points to Fort Jackson.

(a) The following requirements for Contractor employees entering Fort Jackson are in addition to the requirements specified in the "PMO Contract Briefing":

(1) One form of picture ID.

(2) A memo from the construction company on their letterhead stating the reason for entry, contract number, and the location at Fort Jackson where the jobsite is located.

(3) Delivery trucks shall have a bill of lading and delivery truck drivers shall have a picture ID.

(b) Identification of Employees: The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee.